http://toc.proceedings.com/18182webtoc.pdfNine series of samples were prepared by mixing waste foundry sand (WFS), fly ash (FA), expanded polystyrene (EPS) beads, Portland cement and water in proportions, which leads to a cement-treated lightweight fill. The samples were exposed to designated drying-wetting (D-W) cycles, after which, tests of unit weight and unconfined compressive (UC) strength were carried out to observe the structural impairment possibly taken place to the samples. Test results indicate that the unit weight of the samples was 20-40% less than that of general fill materials. The materials presents an acceptable mechanical behavior and offers promise as a lightweight soil-cement mixture after an exposure to up to 8 D-W cycl...
To investigate the deformation and damping characteristics of cement treated and expanded polystyren...
Abstract The objective of this study is to examine the workability and various mechanical properties...
In this study, 0 to 75% volume of river sand was replaced by an equivalent amount of pre-saturated l...
Nowadays, improving the strength and deformation properties of soft soils by deep soil mixing is a c...
An experimental investigation on the durability of Lightweight Cemented Soils (LWCS) after wetting a...
English title: Effect of mixture proportions on compressive strength of composite geomaterial subjec...
The variation of physical and mechanical properties of the lightweight bulk filling material with ce...
The large amounts of construction waste (CW) generated yearly and its high landfilled proportion wor...
One of the biggest technological problems connected with the production of lightweight concretes mad...
© 2018 Techno-Press, Ltd. The importance of using materials cost effectively to enhance the strength...
The present study evaluates the effect of three distinct amounts of fines, Portland cement and dry u...
In the past decades, the speed and scale of Chinese infrastructure construction have been enormous, ...
This is a proceeding paper presented at 17th African Regional Conference on Soil Mechanics and Geote...
Self-compacting lightweight concrete (SCLC) is a promising construction material for building applic...
This paper studied the influence of pre-saturated lightweight sand (LWS) on the mechanical and micro...
To investigate the deformation and damping characteristics of cement treated and expanded polystyren...
Abstract The objective of this study is to examine the workability and various mechanical properties...
In this study, 0 to 75% volume of river sand was replaced by an equivalent amount of pre-saturated l...
Nowadays, improving the strength and deformation properties of soft soils by deep soil mixing is a c...
An experimental investigation on the durability of Lightweight Cemented Soils (LWCS) after wetting a...
English title: Effect of mixture proportions on compressive strength of composite geomaterial subjec...
The variation of physical and mechanical properties of the lightweight bulk filling material with ce...
The large amounts of construction waste (CW) generated yearly and its high landfilled proportion wor...
One of the biggest technological problems connected with the production of lightweight concretes mad...
© 2018 Techno-Press, Ltd. The importance of using materials cost effectively to enhance the strength...
The present study evaluates the effect of three distinct amounts of fines, Portland cement and dry u...
In the past decades, the speed and scale of Chinese infrastructure construction have been enormous, ...
This is a proceeding paper presented at 17th African Regional Conference on Soil Mechanics and Geote...
Self-compacting lightweight concrete (SCLC) is a promising construction material for building applic...
This paper studied the influence of pre-saturated lightweight sand (LWS) on the mechanical and micro...
To investigate the deformation and damping characteristics of cement treated and expanded polystyren...
Abstract The objective of this study is to examine the workability and various mechanical properties...
In this study, 0 to 75% volume of river sand was replaced by an equivalent amount of pre-saturated l...